국내 최대 기계 및 로봇 연구정보

공학설계D/B

공학설계D/B 게시판 내용
Volume Title	Structures
Volume No	Cylinders and pipes - buckling under compression, bending, torsion with internal pressure, collapse under external pressure, flat/torispherical head stresses, bend flexibility. Sandwich panels under normal loading - deflections\stresses under pressure, core stresses due to local load.
DATA Title	Straight pipes under internal pressure. Effect of bore eccentricity on maximum stress.
DATA Item	68047
KEYWORD	bore, circular, concentration, cylinder, duct, eccentricity, pipe, pressure, stress, tube
ISBN
ABSTRACT	Curves are given that enable the maximum circumferential elastic stress in a pressurised pipe with an eccentric bore to be determined. The curves are applicable to long straight unrestrained pipes for which the difference between the nominal and minimum pipe wall thicknesses expressed as a proportion of the pipe bore is less than or equal to 0.25. The data are given for a full range of pipe bore to outside diameter ratios.